摘要
采用现场推剪试验法,选取哀牢山东麓典型土体为试样,对土体力学性质进行了试验研究,得出了含碎石土体的抗剪强度参数,并分析了试验结果的可靠性,为该地区斜坡的稳定性评价提供了计算参数。
The paper applies in-situ push-shear test method,selects typical Donglu soil in Ailao mountain foothill as the testing example,studies the mechanical properties of the soil,and obtains the shear strength parameters of gravel soil,and finally analyzes the reliability of the testing results,which has provided some calculation parameters for the regional slope stability evaluation.
出处
《山西建筑》
2016年第11期74-76,共3页
Shanxi Architecture
关键词
岩土体
推剪试验
力学性质
抗剪强度
可靠性
rock-soil mass
push-shear test
mechanical properties
shear strength
reliability
